SW7950604_APPROVED PLANS_20070202

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�DOiD�
YYYYMMDD

1 1 REVISE LAYOUT
JKA 110/15
I
,.
Y
I
I
SITE MAP
THOMAS G. HORNE AND WIFE
D.B. 1425, PG 365
ZONED C-3
NOT TO SCALE
R
N
LEGEND
EO P = EDGE OF PAVEMENT
R/W = RIGHT OF WAY
= CENTER LINE
R = PROPERTY LINE
S.F. = SQUARE FEET
+ = SPOT ELEVATION
-U-U- = OVERHEAD ELECTRIC UTILITIES
= WATER METER
= EXISTING FIRE HYDRANT
Q = SEWER MANHOLE
® = IRON PIPE
C QO = UTILITY POLE
0 = EXISTING TREE
— = EXISTING GRADE
= PROPOSED AREA LIGHT
`- = HANDICAP PARKING SYMBOL
FFE=23.0' = PROPOSED FINISH FLOOR ELEVATION
PLANTING SCHEDULE
e = WAX MYRTLE
® = RED OAK (2" MIN. CALIPER)
= RED MAPLE (2" MIN. CALIPER)
= RED TIP
® = FOREMOSA AZALEA
WILLIAM M. CREECH
AND WIFE
D.B. 1007,876
ZONEDD C- C-3
UTILITY EASEMENT
`J
O
I
RECREATIONAL AREA
m
9 9 9 90 9 9 9 00
N 04.52'38" W 265.35
R/W /
EDP
9RIVE —id.&S R-i3$8 - -
60' R/W
EDP
R/W
1 SITE PLAN
Cl Cl 1" = 30'
I
�U
PHASE 3
no i i i i l n
e 9 0 9 9 a p
EXISTING TREE
PROTECT DURING CONSTRUCTION
N 04'52'38" W
PHASE 3 SUMMARY
TOTAL PHASE AREA = 99,613 SF = 2.29 AC.
BUILDING AREA = 21,528 SF
TOTAL UNITS = 23
HANDICAP UNITS = 2
TOTAL SPACES PROVIDED = 48 SPACES
HANDICAP SPACES PROVIDED 4 SPACES
NOTES:
1. UTILITY SERVICES:
ELECTRIC - CP&L
WATER - CITY OF NEW BERN
SEWER - CITY OF NEW BERN
2. MINIMUM BUILDING SETBACKS:
FRONT BUILDING LINE - 25 FEET
SIDE BUILDING LINE - 10 FEET
REAR BUILDING LINE - 10 FEET
3. THE SUBJECT PROPERTY IS LOCATED IN ZONE C PER FLOOD INSURANCE
RATE MAPS COMMUNITY PANEL NO. 370072 0305 B, EFFECTIVE MAY 4,
1987
4. PROPERTY OWNER:
Z-R PROPERTIES
MARVIN L. RAINES, JR.
1307 S. GLENBURNIE ROAD
NEW BERN, NC 28562
[phone]
5. BOUNDARY & TOPOGRAPHIC SURVEY COMPLETED BY:
QUADRANT SURVEYING, INC., P.A.
SUITE I
106 S. MARINE BLVD.
JACKSONVILLE, NC 28540
[phone]
6. THIS SITE DOES NOT CONTAIN WETLANDS AS DEFINED BY SECTION 404
OF THE CLEAN WATER ACT.
170.00
ACADEMIC-
60' R/W
rC DRIVE
GRAPHIC SCALE
0 0 1s 30 60 12
( IN FEET )
I inch = 30 ft.
3
169.62
�•:
5 04'52'38' E
170.05
210
212
RMI9
Revisions
3 3'
--{ 4.5'
9' C /C
A PLANT SPACING (TYPICAL
C 1 C 1 NOT TO SCALE
I —
Ill 05
L -
I-
104
— Z-R PROPERTIES
103 ACADEMIC DRIVE APARTMENTS
PHASE I
— D.B. 1445, PG. 446
—IJ ZONED C-3
102
101
FEB 2 2017
R/W
EOP
EDP
—rcIry
POSTAL
ENUMERATION
UNIT NUMBER
ADDRESS
UNIT NUMBER
ADDRESS
301
4169-A
ACADEMIC
DRIVE
313
4173-D
ACADEMIC
DRIVE
302
4169-B
ACADEMIC
DRIVE
314
4173-E
ACADEMIC
DRIVE
303
4169-C
ACADEMIC
DRIVE
315
4175-A
ACADEMIC
DRIVE
304
4169-D
ACADEMIC
DRIVE
316
4175-B
ACADEMIC
DRIVE
305
4171-A
ACADEMIC
DRIVE
317'T
4175-C
ACADEMIC
DRIVE
306
4171-B
ACADEMIC
DRIVE
318
4175-D
ACADEMIC
DRIVE
307
4171-C
ACADEMIC
DRIVE
319
4177-A
ACADEMIC
DRIVE
308
4171-D
ACADEMIC
DRIVE
320
4177-B
ACADEMIC
DRIVE
309
4171-E
ACADEMIC
DRIVE
321
4177-C
ACADEMIC
DRIVE
310
4173-A
ACADEMIC
DRIVE
322
4177-D
ACADEMIC
DRIVE
311
4173-B
ACADEMIC
DRIVE
323
4177-E
ACADEMIC
DRIVE
312
4173-C
ACADEMIC
DRIVE
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1 �s
AYOUT
C2IC2i SCALE: 1"=20'
i DRIVE bU K/ W
NOTES:
1. ALL UNITS IN THE REVISED PHASE THREE ARE THE SAME SIZE AS INDICATED.
2. UNITS 304 AND 310 ARE HANDICAP ACCESSIBLE UNITS.
3. ALL WALKS UNLESS NOTED OTHERWISE ARE 3'-6" WIDE.
GRAPHIC SCALE
ECM
Lid
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Low
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0
zU) C\2
04 ¢
a�Q Q
c
C
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W w a a
0
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wW
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( 1N FEET )
1 inch = 20 ft.
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OVERHEAD
UTILITY LINE
EIP
—`— U
i
/ \
N 04'52'38" W
� I
+21.2-
60' R/W
I SITE GRADING PLAN
C3 C3 1 "=20'
zM t mu izv recrur�ir
DRIVE
�rv�r
—_ _ -- -- 1 REVISED LAYOUT I JKA 1 11 /96
�2 C
(i rn ,=
LOOT N-`\ =
ALE 2:1 SIUF SLOPE
_ — — — — -- —21
—21—
ACADEMIC DRIVE N.C.S.R. 1388 �-
60' R/W -------
NO. DESCRIPTION I BY I DATE
Revisions
+18 2 INV.
40LF 15" RCP
GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
ECM
—U
21
20
19—
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OVERHEAD
UTILITY LINE
EIP
-/-U-U-U-U#--U
30' UTILITY EASEMENT
S 05'25'10" E 238.17
Hul-
C.O. (2+35) C.O. (2+80) C.O. (3+25) C.O. (3+60)
INV. =17.39 6" PVC SS 1.0% INV.=17.84 INV.-18.29 6" PVC SS 1.0% INV.=18.64
. - - - - - - - .- 17 - -
2" PVC
2" TEE
THRUST BLOCKING
N 05'25'10"
W
170.01
C.O. (3+62)
C.O. (3+17)
CO(2+72) C.O. (2+27)
INV=17.77
6" PVC SS 1.0%
INV=17.32
.. INV=16.42
INV=16.87 6" PVC SS 1.0%
310
31
1
312
313
i;
314 -
i
f
RVICE 3/4"/ C
� 3
322 LLI
321 320' 319
' a
0
0
U1
cD
N
M
90' BEND N
THRUST BLOCKING
C.O. (1+50)
INV=15.62
31 T,,
C.O. (2+15)
INV=16.30
204
203
1201
►weir �
1 1 REVISED LAYOUT I JKA 1 11 /96
NO. DESCRIPTION I BY I DATE
Revisions
F�17�F • :
1209E
1210
212
ECM
AD U-U -
E PVC SEWER SERVICE 1 6 PVc SS 1.0% 6 PVc Ss 1.0% "pAgEL C P /; K
C 4 C 6 c.0. (0+55) C.O. (0+601 0+00) C.O. (1 +30) '�� a " ' o
OD
C.O. (0+50) INV=15.06 INV=14.51 INV=15.06 I iv
INV=15.54 I I vN
s . I I I I
° I I >a I I
a c`� 15' UTILITY EASEMENT
F SEWER MAIN CLEANOUT ss 3 JG SEE NOTE 5.
C4 C6 O� d �Q (2) ELECTRICAL METERS I I
EACH END OF EACH UNIT 15' UTILITY EASEMENT
I I SEE NOTE 5.
69
B VALVE AND VALVE BOX
XISTING C.O. C4 G6 EXISTING C.O..
EXISTING C.O. 265.35 INV=13.91 I I 32
N 04'S2'38" W INV=15.04 N 04'52'38" W 170.00 INV=14.06
H I I I H
IAL
I I EXISTING 6" PVC WATER LINE ------------_-------- -----------EXISTING 6' PNC WATER LINE
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-- --
------------------------------
----(-----
------------ I-------------- -- -
I H T
TAPPING SADDLE I H TAPPING SADDLE
TI A WATER SERVICE CONNECTION
THRUST BLOCKING I THRUST BLOCKING I
EXISTING HYDRANTI I EXISTING HYDRANT WITHIN 550
ACADEMIC DRIVE N.C.S.R. ... C4 '
OF ALL PROPOSED UNITS
EXISTING 6" SERVICE TAP
DRIVE 60 R/W EXISTING 6" SERVICE TAP
I I I
MANHOLE # 3
TOP 20.95' SANITARY SEWER MAIN
INV. - 10.28' MANHOLE 2
TOP = 19.66
INV. = 13.09'
1
C4 C4
TER AND
WER LAYOUT
SCALE: 1 "=20'
NOTES:
1) ALL SEWER TAPS FOR APARTMENT UNITS
SHALL BE 4" DIAMETER PVC IN ACCORDANCE
WITH TYPICAL DETAIL.
2) ALL INDICATED SEWER PIPE BENDS ARE 45'
MAXIMUM.
3) MIN. BURY FOR SANITARY SEWER LINE IS 36".
4 MIN. BURY FOR WATER LINE IS 30".
5) ALL WATER AND SEWER LINES HAVE A 15' UTILITY EASEMENT
CENTERED ON THE MAIN. THE CITY OF NEW BERN HAS
THE RIGHT OF ACCESS ALONG THESE EASEMENTS FOR THE PURPOSE OF
UTILITY LINE REPAIR AND REPLACEMENT
20
GRAPHIC SCALE
20 40
( IN FEET )
I inch = 20 ft.
80
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BRONZE SERVICE
CLAMP
2" BRASS NIPPLE
THREADED
A �2"
r —1
PAVEMENT
VALVE BOX
2" PVC SCH. 80
ADAPTER COUPLING
2" BRASS NIPPLE
2" CURB STOPTHREADED
SERVICE CONNECTION
NOT TO SCALE
riunv nnunnrTr nOLLAR
:AVY DUTY CAST IRON
'REW TYPE VALVE BOX
dD COVER, MARKED WATER
)MMON BRICK
f 1 /3 POINTS
,LVE
CUBIC FOOT THRUST BLOCK
B )VALVE AND VALVE BOX
C NOT TO SCALE
3,-0"
wl FINISH GRAE
c�
W
=ETERBOX
t4'=
METER STOP'
BRICK SUPPORTS
SERVICE TUBING LENGTH AS REQ'E1, (4 EACH)
CORPORATION STOOP
WATER MAIN_ /T
KEEP LINE SLAC
PLASTIC STIFFNER
--7
IN.
MIN. DEPTH
HOUSE SERVICE
BY OTHERS
DUAL CHECK VALVE
BACKFLOW PREVENTER
USE WATTS NO.7
OR EQUAL
NOTE: METER BOX TO BE INSTALLED BY UTILITY CONTRACTOR.
SERVICE SADDLES SHALL BE USED ON ALL WATER LINES
4" AND SMALLER DIAMETER.
C WATER SERVICE 3 4"
C6 NOT TO SCALE
r DAMETER MAW
PLAN
1 1 /2" {- 7"- •
7"
I
1 1/2 ....—&
.:....QIII 7"
n l=
CARRY CONCRETE
TO SOLID GROUND
36" MINIMUM
FOR BENDS
PLAN
4" MIN.
FOR TEES
D THRUST BLOCK
C 6 NOT TO SCALE
—BUILDING
COMBINATION W.L�
AND 1/8 BEND
a• Fw
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AND INSTALL WOOER TEST
CW NO.TP6 AS MANUFACTURED
SCM. W PVC DWV SEWER Br JOIES MANUFACTURING 00.
SERAM PIPE AT Ix MIN. OR APPROVED EQUAL
GRADE (ASTN D-2665. D-1785)
PVC SEWER SERVICE DETAIL
NOT TO SCALE
PRONDE 3-5' DIAMETER ALUMINUM
ANTI -SEEP COLLARS CONMOUSLY
MELDED TO BARREL
FINISH GRADE
a
"LUG
METER BOX
MARKED "SEWER"
F SEWER MAIN CLEANOUT
C NOT TO SCALE
DRAINAGE SWALE INV.IN ELEV.=17.0'
1 L-
4
tLt VA IUN=1,.0
15'AVG.
3'
1
ELEV.=16.0'
TYPICAL STORMWATER DETENTION POND FOREBAY DETAIL
1/Y DIA.
NETAL STRAPS —
ANCHORED N
CONCRETE 4' O.C.
NOT TO SCALE
\
I EACH 2 1/4- N& ORFICE O ELEV -
Ij
—24 CORRU TED
DEBRIS DEFLECTION SCREEN
CORRUGATED PIPE
PIPE
COEIPLETELY ENCWCIES ORRICE
18• DIAMETER
(LFNGTI AS INDMATED)
ASONE THE PERMANENT POOL ELEVATION.
WW - 14W
PERM. P
ELEV. - v
ANCHOR 24' DIA. RISER IN
1.5' CONCRETE SLAB.
%ACE CONCRETE INSIDE Di RISER TO
OF . LINIMUM
.
1.
SERER CONA CRETE EM EMENT 0' I.S.
PRO`ADE 10, THICK % 3' MANE
CONCRETE ANCHORAGE FOR PIPE FOR 15 LP
PROMDE STRAP ANCHORAGE AT 4' O.C. PRONE FIRM AND STABLE
SUPPORTING AREA FOR RISER
AND CONCRETE ANCHORAGE.
INpCAIED
lo-yf�42�-MEa. Ss�eM �► Qp = 3.8 CFS
zs—�eAr- so- mIN. %uA& -.
NOTE: PROVIDE TRASH SCREENS
AT ALL ORFICES.
DETENTION POND OUTLET DEVICE
NOT TO SCALE
ELEV.=13.0'
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i-- INV. 16.97
24" CONC. CULVE-2T
INV. 17.16 EXISTING
1 SITE GRADING PLAN
C3 C3 1"=20°
+ r - 0' (Ar,4)
18" RCP ® EXISTING DRIVE
RESET TO GRADE AS SHOWN.
PATCH ASPHALT TO MATCH 1�
EXISTING . 1
1875' +( IS. (61) --
4 I-7.I'(4em) I
P
� l �_S_ �LOf.) DUTCC'T JwALE = I-4.-J'
ACADEMIC DRIVE N.C.S.R. 1388
+ �IB.Coo� _ �1fIsrWGEcEJ.
DETENTION POND
GRASS OUTLET SWALE
REGRADE SWALE AS SHOWN 3:1 SIDE SLOPE
ACADEMIC DRIVE N.C.S.R. 1388
60' R/W
=ac.¢PQV^TE Ct+� uF
1 New N Gee m - SkR :?I i
rccczF�2* oE.+�
Z l.�HrE2 Q u COMw>E� :A to lil(y�
NO. DESCRIPTION BY DATE
Revisions
GRAPHIC SCALE
10 20 40 e w Ov
( IN FEET )
1 inch = 20 ft
T
N
U
0
C 3
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GRASSED AREA PAVEMENT A"7.
6" WATER MAIN VALVE BOX 8
BRONZE SERVICE
2" PVC SCH. 80 PVC PLUG
CLAMP FINISH GRADE
TER COUPLING PLAN
t,_4 ADAPTER
1 1 /2tt 7`
_,/
� MMD77
2" BRASS NIPPLE
THREADED
2" BRASS NIPPLE
2" CURB STOP THREADED
2" WATER SERVICE CONNECTION
NO] 10 SCALE
COLLAR
EAVY DUTY CAST IRON
CREW TYPE VALVE BOX
NO COVER, MARKED WATER
OMMON BRICK
T 1/3 POINTS
\LVE
CUBIC FOOT THRUST BLOCK
rB VALVE AND VALVE BOX
,� � 6 NOT TO SCALE
z 3'-Y,
w
W
Q
LL
w FINISH GRADE
Ld
METER BOX
+4„
METER STOP
BRICK SUPPORTS
SERVICE TUBING LENGTH AS REQ'D (4 EACH)
CORPORATION STOP
WATER MAIN
KEEP LINE
PLASTIC STIFFNER
HOUSE SERVICE
BY OTHERS
DUAL CHECK VALVE
BACKFLOW PREVENTER
USE WATTS NO.7
OR EQUAL
NOTE: METER BOX TO BE INSTALLED BY UTILITY CONTRACTOR.
SERVICE SADDLES SHALL BE USED ON ALL WATER LINES
4' AND SMALLER DIAMETER.
�(C WATER SERVICE 3 4"
Ci C 6 NOT TO SCALE
36' MINIMUM
C DIAMETER MAIN
1 1 /2
FOR BENDS
7„ IT .a....a.1.4
16'
I..
7 11 I-1 e..
CARRY CONCRETE
TO SOLID GROUND
PLAN
8'
II IIIlllIr 4" MIN.
+8' —
8" ll... .
SECTION A -A.
FOR TEES
THRUST BLOCK
(4D
6 NOT TO SCALE
CIFAN OUT TO BE SET
1'-3' ABODE FIN. GRADE F --BUILDING
FINISH CRADE I
SIOEWALN
4., rvr.
I
COMBINATNJN MYE
PND 1/B BEND �
I
'2 1/7 BEND ma OUT 1' PAST
AND LST RUBRER TEST
CAP NO.TP' AS MANUFACRIREO
SCH. 40 PVC OWV SEVER 01' JONES MANUFACTURING CO.
SERVICE PIPE AT 1% MIN. 0R APPROVED EQUAL
GRADE (ASIM D-2M, D-17&5)
PVC SEWER SERVICE DETAIL
NOT TO SCALE
METER BOX
MARKED "SEWER"
0
F SEWER MAIN CLTOOUT
SCALE
G4 C 6
11 '
SWALE IINV.IN ELEV.=17.0
ELEV. =16.0'
�4 _� 4' c
G STORMWATER DETENTION POND FOREBAY DETAIL
C 3 UC6 NOT TO SCALE
METAL STRAPS -
"I>I EO IN
CONCRETE 4' 2C.
PROVIDE }5' DIAMETER AWYINUM
r
ANT -SEEP 1 CONRNUWSLY
--\
'I.PwED ro BARREL
13
�
1/Y
C DIA
O1 �
//-24.
4f_1 p
BOTTOM ELEV.=13.0'
-- ' n� ORIFICE
PE�MANFA7r I�oo(, ELEU. _ . S �
4 ANI>IM 24• 1CWCREIE A RISER IN
I' S If 5 . 1.5' SLAB.
PLACE CONCRETE INSIDE OF MWt TO
AN El£VARON OF 5.0'. PROVIDE MINIMUM
RISFR CONCRETE EMBEDMENT OF 1.3'.
-_V3,) 6D OP6)0C, Fez 0P-IFlty6
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FvIC--H(S Pucvt6F-
paND �aTTO.�
0-;FJ, o FT,
�ErisP� �gIN�45
PROVIDE 10• TNIM % 3' WIDE
CONCRETE ANCHORAGE FM PIPE FOR 15 LF
PROVIDE STRAP ANCHORAGE AT 4' 0.0
PROVIDE FIRM AND STABLE
SUPPORTING AREA FM RISER
IdTfN AT
AND CONCRETE ANWO m
INDICATED
5 —
NOTE: PROVIDE TRASH SCREENS
AT ALL ORFICES.
rH_�'
DETENTION PONND OUTLET DEVICE
C �C6 NOT TO SCALE
SEAL
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